86t20r5
2,
l€nsth ofa Evenuc chain N
l
.@) (A)
sitb the help pcrgpective vie* of tle objecl
(c)
isomebic vi.w olihe objccl
?loiogaph
Ti€ load
WIic!
The
of
ol any object is Lcn
iurnitue
or rhc
luggage eb 6mes
ir
(B) (D)
orthoc*phlc uew ofthc object rront view of ihe objcci
:
qrtrt]ty
lollowins consist ol ms{'mum
miniiun 'lepfi
of
srbon?
(!)
Wrcusht iron
18)
Fore a.d area
ol ballast provided in
steel structure a.e nade of
7,
Rirets used
L
Poissods.dtio is ihe ralio betw*n i (A) Siress a.d sirain
(C)
33rr
:
ot doss
sectrn
Lat€ral strain and lonsitudinsr slrnin (r))
IP,T.o.l
Lir.s sith thnr
()
cha)n thick
rt
cnds sre
usd
t
show l
synnei.y (c) cenrre rine 10.
E)
Lin€ ol
The cut point ol rho najor
liis
Cuft,nspL.es (D) out rjne
on rhe cuse
ofa.
ellipse a.e catled:
looi (c) Taneent
(B)
(.4)
11. leal
(D) vertex
atlracliod is en eror in
(C)
sw.y
is
:
Plane rable
distdn
e
heiween two
6@cutive
(B) 13. wh* will
be the shspe of rhe velocity rriangle account rhe slip?
irpeller idki.g in t
(A) I$kcled Rich' ,n€
prcvrd.d
'os.rve
St.ing course
(c)
Ilcine cours
Erpoeed \erlical qurltue
@d fo.liliin8
E6/2016
One
as cuppod for
rmf t.uss, bean, weathe. sbed elc
(B)
(D)
15. fbnmrtal cour* pbvid€d to stre4th€D ! val
(A)
radiat bladed cenrritug€l
ugle $eater tban 30. (D, AI anslq ]$s ihan 90.
"d
ra\ s ! (c) couree
(c)
rr th€ exft of a
0)
14, Prcl"d'ns 66n' r"ualv
16.
lloribntalequivalent
(D) Eoriarbl irteral
(c)
rc'
rmng
of
n..snlar snaU
(B) (D)
srones
Plinth coping
al a ight ad3l$ to the d6rs or windov liames (B) &veals (D) tabel the stones
:
:
:
13. Thenodulu\.felrd'
. "-#5
'i,
(Dlaid hulL moduiui(ll) (B)
(o t,=+P 19.
(D)
A brlck nuuldcd { rth a double bull.ose end is caledl (B)
(D)
20.
Fddins and bacling ol s wall const.ucied with difercnt
nasonary (c) clmposilc nasonrr
(A)
Rubble
(B) (D)
21. ln technid6l drawLng pencn arc electeil ac@rdi4 to
iB) (D)
22,
Hea.l wor! is provid€d in
(A)
:
Pcrnanent cansr
(B) (D)
(B) (D)
(c) 21.
1!) (D)
(c)
25.
Back
b€aingafa line is:
(A) FB-
(c)
13v
ra+13cP
(B)
lB13rt
(D)
86/2015 IP.T,O,l
26, lone$aquanri!ofi
2t.
28.
Tle eas!
rith
soundncss
(c)
CoDsislenc!
Specilic envity ol etuniniun is
30,
10.0
rA\ rt31. Tie
lrregulrr cuNes frpn,h.urv, s sP "qrp.P used for
portion of
(A)
Non. ol the
(B)
1.0
(D)
2.?
a
road
supper
u*d
by yehicle
elevation
G) (D)
p.opo.iional to (rFm)!
InstruDent
(D)
abaYe
:
At onrtdnt €ftuien.y, tle ho$e power of a fan (A) proportional t (rpn),
(C)
scrrar dnd rcctor
shich .on@ret€ can
(A)
(c)
(lr)
prcportional to (rpn) propotional tundion of (r?d)
:
\L/ 0
trafic is caled (I
:
lar .1rroc" ssv 32. t
ngesl suney line which divides the area
(A)
inr. iwo hslves, srvey line pssin8 rhrough rhe
line (C) Bas line Tie
33. wrich tapa is made olsll
34.
alloy of
st*l
6a% and
(lr)
chectr line
(D)
Suryey line
nictel
36%?
(A) Invaihpe
(3)
Meiatlic tape
(C) Line. tape
(D)
Sre€t Tape
CTrcadstandsfor
(,{) G.and tnnl< road$ (c) GEat lraftc rordd 8€/2015
(B) (D)
Grcund
tr!i!
roads
Grand tratlic.oads
35- lenpofar!iat€frighlst.u.htreused
fo. exclLrdrnB water lDm e sivcrarean callcd:
(B) (rr)
{r\) c.issors (C) Cord drn
Dan Boxca8sons
ialen rie directi.n olprcgtss ofsunev htu it lrnown rs: (B) wholc circle be'ring (A) Backbcadng (D) For bcarine ({) R€duLtd bearing
36.
Thc bdaring ofo line
37.
A pit hcd rmf wlich sLps in all the four di.ecrioro id caled
(B) Eitped.mf (D) lurlin mol
rmf (C) Curved mol (A) 3a.
Lean to
The c.rck starlL.g fron out side
rd
cup
39. Ar instrune.t
(D
G.d lof setii.s out pcrlendicula.s
(B) (D)
(A) ch&in
(c) litlL.estafi .t0,
?he
naxinun vduo
ol neasurenent in whole ci.cle
(a) 2?e (c) 9d 'tr.
42.
Th. anoud
(A)
tle
nee{I€
declindtion (C) Masnetic n fthan
Il
a
st't
pGtlLoD
:
G) True ft..dian (D) I4al attraclmn
lndian water closei rrap is:
(A) s ba! (c) r trap 43.
CrNs
bedile svst€n is :
fmn tt! nornsr
Magnetic
i.
Alidade
(B) 36d (D) r&I
of deviation oi
CLmnonly used
pith js l
Rr.d GaDg Heart shakes
(D)
shales is
tI[
novjng toNs.ds
(A) Siarsbakes (C)
:
G)
PimP
(D)
QhaP
bean is support€d on noE th:n two supporta, it io caUed s
(A) continuousbean (C) Siiply suppo.t€d beab
:
(B)
E.cast€red bean
(D)
cantilever bean
86,/20L5 IP.T.O.1
4r.
The sulss duc t sudde.ly applied load as conpafed to the shess due to the ssme toad gradualy applied b the samc.od LS:
oJ) rialf
(B) P+s]
{c)
P wl
Total
(c)
47.
everd eea
of a[ n@rs ^100 G) Arca of ihe pLt
Totsl srea ol the plot
i
Totrl are, of th€ bu'ld'ns
Lou
100
Mczzanine 0@f means l
(a) (C)
(B)
('omhucled berween rwo sides Cotuhucted between two troors
e
43.
D@. frames
49.
Brick p!ftition w.Us Nill ldve a thickDess
sedued
(A)
T\vo and
(o)
Three
Wat @nslructed 6.
51.
A
Cede*.
a
ol:
(D) Irllf
bacling poriion of a rcad on tbe d.sn 1ln] sid€ is:
of lensth (0 .6nies q uniaonly distiibut€d roait wN per unft lencrh for rhe f@ €nd wiu he :
whald lensth. The shear lor& sr the
(c) 86/2015
Mns
tosidewalsith
r halt and a lalJ
50.
Construct€d between rwo
(B)
v!
(D)
vl?
2
2
52. Ll,rlt rJn[rgA
53.
!or.Lble onlj
{l'cn t}c +anins
Thc
[email protected]
(B) (D) t,1.
The slopins
denbcr {hich s{lports the
steDs
t:2r4
l:4,3
i.
in e"dhdan B prcvented by
(c, sqn.E kiloneter ol hectrres B
l
(ts) (D) 5?.
59.
The inshtrnent used lor enlarginc or reducing tbe
(A)
Plan,nerer
(C)
Clinograph
The prcpe.br oi
rirluo oi whicl
10
10000
fr8d
a metal can be beat
.
is
:
into plates iscalled
(A) Mrleability
(q 60.
Ductility
A ten side polyCon
B:
(!)
ocatge'
(C)
Pentaeon
8U2015 IP.T.O.l
6l-
A stonc lyins on ths top a
62.
rftlh,s:
(c) sptneetu 63. Ifa nonbe.
Pier
is subjcct€d
t
an axial tensjle toad
|!.
ptane
Two equal.nd olposite
(c) Tnansle 65. I.
a
himsre
(B) (D)
4n" 60'
66. I€ ch.tclicr sppafarus is used tol (A) A.ess iest (C) Soodn*stesi
to tbe sxis of the loadjng
(r)
at ihe centre ofrha bean, the
Rect,ngle Two equar and opDoste rcct3ncles
prisun square rhc ansle berqeen the Efleding fae
(a) (c)
mrnd
(B) Maxinur sLed siEss (D) Minidh sherr sfuess
In a sinFly suppo.bd b.am of spu (l) c.des r poinr toad shca. force dirsran will be :
(A)
:
G)
9d
(tr)
r2af
(B) (D)
Strensrh tesi coneistency tesr
Th. mosi accuat€ lnsr.unenr for neasuring the ho.ihnldl and veftical ansle is (A) Dunpy level G) conDass
(o)
63.
0)
(D) Aburnenl
(A) MaxinumndrnelstEss (c) l{inihun norDal shss
67.
Mechanical encrsr
The cnd supporrolzi bridse is l
(A) tucad.
64.
(D)
Engineeft
level
(D)
When a fast noyids vehicle ncsdtiates wirh a cune
(1) (c) 86/2015
rorce centrilusal ro(e Movins
Thcodolit€
offorc rds
on
ir:
(B)
Fncdonal
e)
All ofrhe ah.vc
fore
:
rA) 11i1jj]e!]"
iDr ! r+rn '
'"';ir*;l ?0. Thcnasonryrork
(A) 71,
1hc
udffnBhed L. a dayiaeDded
Backins
le|tical nenbe.sofiimbei.g dnecdy Esist p..ssuF lron the side of a tren h
(A)
(R) (D)
shelthing
72. T!. oxt rnalcornerof.
rvalt
Bracing Clear
i,:
(A) Squrtrtjuctiot (C) crosjunction 73. Il.nDntalDrDbcroi*rfioldrng,s.'lled
Kanler is lopure line
(A)
etone
:
of:
Metsnoryhic
(C) Sedinentrr ?5.
The lornalion of soap paicies on the paint d
(A)
Sagcins
(C)
Saponincatio.
Additional ve.iictl neober used to divide the
(c)
shuttertraneinthepsnnelsofddriscaled:
Rail 86/2015
I?-r.o.l
7?.
A smal openins provided orer a
(A)
Fan
(c)
Sly light
73, r'orn *ork
(A) (C) 79,
der
(B) tante.nlisht
lisht
(D)
should be rcmoves beans by using ordinary Porurnd ceaent is aftef l
,3 days
(B)
14 dayg
(D).1drys
The line joinins pld@s of €qual declinario. s.e
(A)
k.os!
lines (c) Penendicrnar Lnee 80.
Paralel
ofdatr ((j) Radius orcwatue 41.
82.
T},e window provided at the Cable en.l ofa p(cncd
(D)
Declinarjon
:
Radius oflevel
@f is :
(A) C{rnef
(B)
(o Dorder
(D) caue
The Sel€ u&d io nea6@ three unih is
The highest pdlnt
:
o! the road su.fs@ is :
(A)
super €levation
(c)
cabbe.
What is the
8e/2015
.
(D) AI afihe
(C) Diaclnal 33.
du
I6ogonic tines
(B)
Radift
8 days
(B)
S.ftitiveness is also ddsisnat€d by rhe le!€l r$e is
(A)
Noftn lishi
mdinun
bearing caprciv ofbtacl
Bay
above
ofrbulncnl ofin
a
b.dee is:
(c)
36. wlulG
3?,
The
thc pHvaheolpur.
qat.ris?
(A)
10
@)
(c)
12
(D)
{nit ofstrain is
(B) rN 33,
Floot hap i3 slso known ds
(A)
Nahaniirap
(C) Inle..epti.lrap
(c)
9r.
A
Dfecnve run of hyetosraph
(D
Etrective resion hyetrcgraph
(D) Efiediv.
Dtrectiv€ lain fall hyetocraph
A culvert
sit!
(B)
A culvert
siih tolal le4ti eeaier t!a. fire net€r
1c)
A
(D)
A culvert
reservDr nyetrcgraph
toial lensth ooe net€r
.rlvert wiih toial lensth
vith total le4:ih
lhd
one
neter
less dran five
n€t€.
less
niltng nachine is used :
1A) Onsinaiins a lole
(C)
For reDovine Det Is tron th€
ol resistane pe.
G)
in the job
mit are,,
For cuttiDe w@&n pie@6
jo!
otrercd by a boity sgdiDst defornalion is knowD
(c) 13
86/201t tP.r-o.l
93.
TLc
crlt Frnissibtc
{) (c)
loads on
.rdim4
briohsork
,11to c5
(B)
1.1
c,1io 55
(D)
33
94. Tlc ninidun
lloor aroas
Dflsntryis:
(B) (D) 95. thc
WCB
dd
(c)
4s.
RB
.l
a
line ditrer by an rnsle of
1.5
5.,!
:
(D)
9G. Adepre$ron !ro\'d.
on thr
t pula (B) (D)
9t.
The bending Donent on a *ction is
dsinun {heE (t')
(C) 98-
(D)
Chansing sicn
The perDissible
eror in prbhahc conpss sun€y is : (D)
99.
Dvery crcs$rction oaa shaft Nhi3h is snbj*ted to a twisting noment is
uder
:
(B) (D)
100.
A 3hon oldmn of a r. -antsrle eccen[iciiy (e), !!. shdpe of]
a point load (a) be
:
(B) (D)
86/20r5
ac ns with an
